Laserfiche WebLink
C <br />1 AUDITOR'S REFERENCE <br />BLAK <br />A � � 1'4 6 N i Y <br />A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 18 °� , W4 �� LP—os-000� <br />LPF-21 —0001 's <br />KITTITAS COUNTY � WAS H I N GTO N FOUND IRON ROD WITH � "LS 18092" N 0.3' W 0.1.1 ' <br />FOUND 3" BRASS CAP IN CONCRETE,-�\ ASSESSOR PARCEL NUMBER 431033 MAP NUMBER 18-18-27010-0002 N 89°1642 E 2628.08ESM <br />'" ' <br />WITH PUNCH MARK, DOWN 0.9', _ �( ) — <br />STAMPED: 26°28'2 2 <br />0 2628.40'(R2) <br />�00 R7�� (R1)=(ESM) _1,314.04'- - <br />tS22 N 89° 1 6'42" E <br />� ` �-N 89`16'42" E 1314.04' X22 23 <br />22�1274.04' (ESM) 1274.23 (R1) <br />7 _ BOWERS ROAD35.00' (ESM) 27 � 27 26 <br />02 35.00' (R3) 1367.37 (R3) 1367.15' (ESM MON. TO MON.) N 0` W <br />_80..00'' (ESM) <br />HELD FOR NORTH QUARTER CORNER / <br />SECTION 27 AND CENTERLINE OF TRACT A N 89'16'42" E 1244.76' (ESM) TRACT H 80.00 (R1) <br />REECER CREEK ROAD /TRACT Z-1 244.61 (R1) PARCEL 1 AND DID NOT <br />(NOVEMBER 2012) N 26'30'53" E SURREY #570477 FIND I" IRON RONORPIPE. CALCULATED <br />( ) ,SUP-�-�-•- WRA.. B20/PG28 POSITION FOR SECTION CORNER <br />FOUND 2" BRASS CAP IN CONCRETE, DOWN 1.2 <br />— 67.47' ESM 67.30(R1 <br />IN CASE. CAP NOT PUNCHED, USED CENTER OF z <br />CAP. (FOUND NOVEMBER 2012) C11 <br />S 0.7' E 0.0' OF CALCULATED CENTERLINE AT 35 J O <br />FEET SOUTH OF THE NORTH LINE OF THE NE 0 o <br />1/4. (NOVEMBER 201 2) w w U <br />0 <br />POINT 140' FROM THE NORTH LINE OF THE NE m n <br />1/4 AS MEASURED ALONG THE EASTERLY MARGIN <br />OF REECER CREEK ROAD (R1)=(ESM) <br />SITE SPECIFIC BASIS OF BEARINGS: --------- <br />WEST LINE OF THE NE 1/4 AS MEASURED FROM <br />FOUND MONUMENT MARKING THE CENTER OF SECTION <br />TO FOUND N 1/4 CORNER: <br />N 00°15'12" W 2638.48' (ESM) 2638.62' (R2) <br />CENTERLINE OF RIGHT OF WAY USING DATA PER <br />(R4) AND FOUND N 1/4 AND S 1/4 CORNERS: <br />N 00°02'31" E 2390.89' (ESM) 2390.89' (R4) <br />ga <br />�Fz2i <br />40' ---� <br />N 35'44'09" W <br />17.10' (ESM) <br />2125.25' S. OF NORTH LINE OF NE 1/4 <br />FOUND 3" BRASS CAP IN CONCRETE — <br />MONUMENT STAMPED: "KITTITAS COUNTY <br />PUBLIC WORKS 42+66.29", WITH PUNCH, <br />DOWN 0.9', IN CASE. (NOVEMBER 2012) <br />N 0.1' W 1.1' <br />CENTERLINE OF RIGHT OF WAY - <br />TO INTERSECTION: <br />N 00°33'30" W 247.57' (ESM) <br />247.89' (R4) <br />SEE SHEET 4 FOR ADDITIONAL - <br />INFORMATION RELATED TO THE <br />BOUNDARY <br />N 00°15'11' W 2637.86' (FOUND SOUTH 1/4 <br />CORNER TO FOUND CENTER OF SECTION) <br />D <br />� 1 <br />D 4 <br />0 141 <br />D 140 <br />139 <br />138 <br />137 <br />136 <br />SHEET 9 OF 15 <br />r <br />(TRACT TRACT Z-2 <br />SHEET 8 OF 15 <br />Fqf <br />SHEET 7 OF 15 <br />0 / <br />.. <br />TRACT Z-7 <br />TRACT <br />G <br />a- 237 <br />o° <br />-� 238 <br />239 <br />O <br />- 240 <br />J241 <br />242 <br />243 TRACT G <br />244 <br />245 <br />246 <br />29TH AVENUE <br />I <br />TRACT D <br />J 0... -_+ . <br />.0000 A TRAIT D <br />TRACT Z-7 <br />TRACT Z-6 <br />TRACT J <br />SHEET 10 OF 15 <br />TRACT <br />Z-4 1 <br />TRACT Z-5 <br />TRACT <br />Q) <br />��z <br />PER <br />(R2) <br />77 <br />. <br />FOUND <br />3/4" REBAR AND 2" ALUMINUV <br />D <br />FOUND REBAR AND CAP <br />CAP STAMPED: <br />"HUIBREGTSE LOUMAN <br />2 <br />"LS 18092 NELSON" <br />ASSOC. <br />LS 33132", DOWN 0.5', IN <br />® <br />ON LINE <br />CASE <br />zN <br />r <br />N <br />410 77 <br />- <br />cn <br />ar <br />255 A SHEET 11 OF 15 <br />O N <br />NORTH <br />LINE OF THE NE 1/4 <br />SHEET 6 OF 15 <br />z <br />m(A <br />279 294 <br />520/PG28 <br />41 <br />OWNER OF PARCELS 1 AND 2. <br />253 f0 <br />280 293 <br />H <br />z <br />n1090 <br />0 <br />281 292 <br />q <br />j <br />ELLENSBURG, WA 98926 <br />J 0... -_+ . <br />.0000 A TRAIT D <br />TRACT Z-7 <br />TRACT Z-6 <br />TRACT J <br />SHEET 10 OF 15 <br />TRACT <br />Z-4 1 <br />TRACT Z-5 <br />TRACT <br />r <br />Q) <br />��z <br />PER <br />(R2) <br />n <br />. <br />FOUND <br />3/4" REBAR AND 2" ALUMINUV <br />256 z <br />FOUND REBAR AND CAP <br />CAP STAMPED: <br />"HUIBREGTSE LOUMAN <br />2 <br />"LS 18092 NELSON" <br />ASSOC. <br />LS 33132", DOWN 0.5', IN <br />® <br />ON LINE <br />CASE <br />(NOVEMBER 2012) <br />-E 2021-11-18 TB NO. <br />410 77 <br />- <br />S 0.4' <br />OF LINE 35' SOUTH OF THE <br />255 A SHEET 11 OF 15 <br />PARCEL 2 <br />NORTH <br />LINE OF THE NE 1/4 <br />SURVEY #570477 <br />254 z <br />279 294 <br />520/PG28 <br />OWNER OF PARCELS 1 AND 2. <br />253 f0 <br />280 293 <br />H <br />BRADLEY CAMPBELL <br />n1090 <br />W BOWERS ROAD <br />281 292 <br />q <br />j <br />ELLENSBURG, WA 98926 <br />N <br />251 <br />a <br />282 291 <br />0) <br />FOUND REBAR AND CAP <br />1� <br />SCALE. 1 200' <br />250 <br />283 290 <br />"LS 18092 NELSON" <br />3,, <br />° <br />z <br />r <br />E 0.2' OF LINE <br />, <br />284 289 <br />M <br />r <br />Q) <br />��z <br />344 <br />`9>> <br />n <br />. <br />I <br />CD <br />256 z <br />277 296 <br />345 <br />o (A <br />o <br />2 <br />o w <br />A co <br />® <br />co <br />I Project Management I <br />HOZ <br />-E 2021-11-18 TB NO. <br />410 77 <br />- <br />255 A SHEET 11 OF 15 <br />346 <br />254 z <br />279 294 <br />347 <br />il <br />253 f0 <br />280 293 <br />348 <br />252 00 <br />281 292 <br />349 <br />1, <br />251 <br />a <br />282 291 <br />350NONE <br />1� <br />SCALE. 1 200' <br />250 <br />283 290 <br />y <br />3,, <br />z <br />r <br />249 <br />284 289 <br />M <br />o <br />r 0 <br />248 <br />285 288 <br />m� <br />3° <br />Z <br />200' 100' 0 200' 400' <br />247 <br />286 287 <br />354 <br />c <br />SHEET 12 OF <br />15 <br />Zoe1 <br />L :':GES <br />D <br />� <br />N <br />O Z <br />rz <br />n <br />`z <br />vo <br />(])FOUND MONUMENT AS NOTED <br />mom <br />n <br />co <br />OO FOUND CORNER AS NOTED <br />M <br />NO�� <br />Z <br />M) <br />n <br />M <br />Q)A <br />DELTA <br />Is <br />R RADIUS <br />-4 <br />CIO <br />D <br />n <br />N TRACT Z-9 <br />SH1EET 13 OF 15 <br />I P i " 776- <br />0000, IQ z <br />rn O TRACT E <br />0 <br />oP o coo TRACT F <br />O D <br />30' cmn SHEET 5 OF 15 �I� <br />�r, c o SHEET 14 OF 15 <br />D 0 <br />30' N 00'12'01" W R0U Im G\EP <br />SCS O��1 134.97'(ESM) Oq VO J" NIRp�NE <br />Ne N 00'36'08" W <br />34.88'(ESM) TRACT P TRACT N <br />— - TR. 0 a i TRACT Z-11 <br />TRACT L <br />27 <br />FOUND RAILROAD -----+► <br />SPIKE WITH "X" 34 <br />(JANUARY 2006) <br />WASHINGTON STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD <br />83/91. PROJECT IS REFERENCED VIA GPS TO NGS CONTROL POINTS <br />"EASTON" (PID SX0662) AND "U358" (PID SX0459). <br />THE DISTANCES SHOWN HEREIN ARE GROUND DISTANCES. TO CONVERT <br />TO GRID DISTANCES, MULTIPLY BY A COMBINED AVERAGE SCALE <br />FACTOR OF 0.999870387. <br />SURVEY INSTRUMENTATION: <br />SURVEYING PERFORMED IN CONJUNCTION WITH THIS RECORD OF SURVEY <br />UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: <br />10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS <br />AS REQUIRED BY WAC -332-130-100 <br />THREE DUAL FREQUENCY SURVEY GRADE GPS UNITS UTILIZING RAPID <br />STATIC AND POST PROCESSING TECHNIQUES <br />PROCEDURE USED : FIELD TRAVERSE AND GPS WITH ACCURACY MEETING <br />OR EXCEEDING THE REQUIREMENTS OF WAC -332-130-090 <br />DWG NAME : ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-04.DWG <br />n <br />Q) <br />��z <br />n <br />`9>> <br />N <br />. <br />I <br />CD <br />�J <br />w <br />o (A <br />o <br />C <br />o w <br />A co <br />® <br />co <br />I Project Management I <br />HOZ <br />L LENGTH <br />(R1) QUIT CLAIM DEED TO KITTITAS COUNTY <br />RECORDED UNDER AUDITOR'S FILE NO. <br />200503010021 <br />(R2) RECORD OF SURVEY RECORDED UNDER <br />AUDITOR'S FILE NO. 570427 <br />(R3) PLANS ENTITLED "KITTITAS COUNTY - AIRPORT <br />ACCESS IMPROVEMENTS BOWERS ROAD <br />EXTENSION - RIGHT-OF-WAY ACQUISTION <br />PLAN" (2003-2004) SHEET DATES VARY <br />(R4) PLANS ENTITLED "KITTITAS COUNTY - REECER <br />CREEK ROAD RECONSTRUCTION - <br />RIGHT-OF-WAY PLANS" (DATED MAY, 2001) <br />AND CALCULATION SHEET FROM COUNTY ROAD <br />FILE <br />TRACT M <br />U�u 33400 8th Avenue S. <br />`9>> <br />I <br />. <br />I <br />CD <br />�J <br />w <br />o (A <br />o <br />C <br />o w <br />A co <br />Land Planning <br />Public Works <br />I Project Management I <br />BENDER ROAD <br />CURVE TANGENT AT <br />THIS POINT 1326.71' 1326.71' <br />N 89°59'48' W 2653.42' (FOUND CENTER OF SECTION TO FOUND EAST 1/4 CORNER) <br />A= 89 °23' 40" <br />R=48.20' 2653.38' (R2) <br />1=75.20' N 89°59'48' W 2664.43' (CENTERLINE INTERSECTION TO FOUND EAST 1/4 CORNER) <br />FOUND 3" BRASS CAP IN CONCRETE, <br />DOWN 0.8', STAMPED: "C 1/4 S 27 <br />T18N R18E COUNTY OF KITTITAS <br />SURVEY MONUMENT". NO PUNCH <br />MARK, USED CENTER OF CAP. <br />(NOVEMBER 2012) <br />HELD MONUMENT FOR CENTER OF -- <br />SECTION <br />j <br />22 23SEE ABOVE FOR <br />DESCRIPTION <br />27 26 <br />FOUND RAILROAD SPIKE <br />27�26(NOVEMBER 2012) <br />27.26 <br />CENTERLINE INTERSECTION IS r1:_'%E�ORDING CERTIFICATE <br />N 89°59'48' W 11.01' (ESM) FILED FOR RECORD AT THE REQUEST OF KITTITAS COUNTY BOARD OF COMMISSIONERS, <br />11.00' (R3) <br />THIS DAY OF A.D., 2021, Al MINUTES PAST <br />O'CLOCK M., AND RECORDED IN VOLUME OF PLATS, ON <br />PAGES RECORDS OF KITTITAS COUNTY, WASHINGTON. <br />KITTITAS COUNTY AUDITOR <br />AUDITOR'S REFERENCE: <br />BY : <br />DEPUTY COUNTY AUDITOR <br />CONSULTING ENGINEERS LLC <br />U�u 33400 8th Avenue S. <br />I <br />I <br />I <br />I <br />Suite 205 <br />Federal Way, WA 98003 <br />FEDERAL WAY (253) 838-6113 <br />LYNNWOOD (425) 297-9900 <br />www.esmcivii.com <br />Civil Engineering Land Surveying <br />Land Planning <br />Public Works <br />I Project Management I <br />Landscape Architecture <br />-E 2021-11-18 TB NO. <br />410 77 <br />- <br />T.I HEET 4 <br />0F <br />